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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC ATHANICKAL HOUSE KOOTHATTUKULAM UZHAVOOR | ERNAKULAM | KERALA | 680667 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical CHAPRAYIL HOUSE CHERTHALA P O CMC 11 ALAPPUZHA 688524 | CHERTHALA | ALAPPUZHA | KERALA | 688524 | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | HARILAL S L2 | ASWANTH PUSHKARAN L1 |
|---|---|---|---|---|---|
| 1.00RENOVATION | |||||
| 1.00 | OD492501/2025-2026:Preparation of Foundation for Embankment - Scarifying Existing interlock paved Surface to a Depth of 100 mm and compacting the aggregates obtained from scarification with power roller as per direction of departmental officers at site | 120 | sqm | 10 ₹1,200 | 7.8 ₹936 Lowest |
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 20.66 | cum | 980 ₹20,249.74 | 941.83 ₹19,461.03 Lowest |
| 1.00 | OD492513/2025-2026:DRY RUBBLE MASONRY with hard stone, in foundation including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 25.5 | cum | 4,200 ₹1,07,100 | 4,160.22 ₹1,06,085.61 Lowest |
| 1.00 | 3.19.1.B:Surface Drains in Soil<br> Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.<br> (B) Mechanical Means | 67 | metre | 38 ₹2,546 | 35.01 ₹2,345.67 Lowest |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 18 | cum | 9,800 ₹1,76,400 | 9,554.21 ₹1,71,975.78 Lowest |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 2.44 | cum | 9,189 ₹22,402.78 | 9,186.73 ₹22,397.25 Lowest |
Tender Value
₹3.2 L
EMD Value
₹8,080
Closing Date
2 Mar 2026, 6:00 pmClosed
AE
LID And EW Section Veliyannoor GP
Retaining wall and Road Concreting
2026_LSGD_838967_1
ET/06/AE/LIDEW/VLNR/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Veliyannoor - Ward No. VIII
Please refer Tender documents.
7 documents required · 7 mandatory
₹715
Yes
₹8,080
Yes
15 Mar 2026
21 Feb 2026
4 Mar 2026
21 Feb 2026
2 Mar 2026
23 Feb 2026
RENOVATION
OD492501/2025-2026:Preparation of Foundation for Embankment - Scarifying Existing interlock paved Surface to a Depth of 100 mm and compacting the aggregates obtained from scarification with power roller as per direction of departmental officers at site
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
OD492513/2025-2026:DRY RUBBLE MASONRY with hard stone, in foundation including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
3.19.1.B:Surface Drains in Soil<br> Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.<br> (B) Mechanical Means
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
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